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Volumn 42, Issue 1, 2002, Pages 105-119

Torsion shear tests on cyclic stress-dilatancy relationship of sand

Author keywords

Constitutive eauqation of soils; Dilatancy; Drained shear; Sand; Torsion (IGC: D7)

Indexed keywords

CYCLIC LOADS; PORE PRESSURE; PRESSURE EFFECTS; SEEPAGE; SHEAR STRESS; STRUCTURAL LOADS; TORSIONAL STRESS; WATER;

EID: 24744453082     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.105     Document Type: Article
Times cited : (46)

References (19)
  • 2
    • 0019057090 scopus 로고
    • On behavior of granular materials in simple shear
    • Nemat-Naser, S. (1980): On behavior of granular materials in simple shear, Soils and Foundations, 20 (3), 59-73.
    • (1980) Soils and Foundations , vol.20 , Issue.3 , pp. 59-73
    • Nemat-Naser, S.1
  • 3
    • 0021607514 scopus 로고
    • Liquefaction and fabric of sand
    • Nemat-Naser, S. and Takahashi, K. (1984): Liquefaction and fabric of sand, Proc. ASCE, 110 (9), 1291-1306.
    • (1984) Proc. ASCE , vol.110 , Issue.9 , pp. 1291-1306
    • Nemat-Naser, S.1    Takahashi, K.2
  • 4
    • 0003977397 scopus 로고
    • On stress-dilatancy relation of sand in simple shear test
    • Oda, M. (1975): On stress-dilatancy relation of sand in simple shear test, Soils and Foundations, 15 (2), 17-29.
    • (1975) Soils and Foundations , vol.15 , Issue.2 , pp. 17-29
    • Oda, M.1
  • 5
    • 0024620422 scopus 로고
    • On stress-dilatancy equations of sand subjected to cyclic loading
    • Pradhan, T. B. S. and Tatsuoka, F. (1989): On stress-dilatancy equations of sand subjected to cyclic loading, Soils and Foundations, 29 (1), 65-81.
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 65-81
    • Pradhan, T.B.S.1    Tatsuoka, F.2
  • 6
    • 0022876795 scopus 로고
    • Accuracy of automated volume change measurement by means of a differential pressure transducers
    • Pradhan, T. B. S., Tatsuoka, F. and Molenkamp, F. (1986): Accuracy of automated volume change measurement by means of a differential pressure transducers, Soils and Foundations, 26 (4), 150-158.
    • (1986) Soils and Foundations , vol.26 , Issue.4 , pp. 150-158
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Molenkamp, F.3
  • 7
    • 0024032466 scopus 로고
    • Simple shear testing on sand in a torsional shear apparatus
    • Pradhan, T. B. S. and Tatsuoka, F. and Horii, N. (1988a): Simple shear testing on sand in a torsional shear apparatus, Soils and Foundations, 28(2), 95-112.
    • (1988) Soils and Foundations , vol.28 , Issue.2 , pp. 95-112
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Horii, N.3
  • 8
    • 0024068943 scopus 로고
    • Strength and deformation characteristics of sand in torsional simple shear
    • Pradhan, T. B. S. and Tatsuoka, F. and Horii, N. (1988b): Strength and deformation characteristics of sand in torsional simple shear, Soils and Foundations, 28 (3), 131-148.
    • (1988) Soils and Foundations , vol.28 , Issue.3 , pp. 131-148
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Horii, N.3
  • 9
    • 0024623031 scopus 로고
    • Experimental stress-dilatancy relations of sand subjected to cyclic loading
    • Pradhan, T. B. S., Tatsuoka, F. and Sato, Y. (1989): Experimental stress-dilatancy relations of sand subjected to cyclic loading, Soils and Foundations, 29 (1), 45-64.
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 45-64
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Sato, Y.3
  • 10
    • 84978857333 scopus 로고
    • Yielding of clays in states wetter than critical
    • Roscoe, K. H., Schofield, A. N. and Thurairajah, A. (1963): Yielding of clays in states wetter than critical, Géotechnique, 13 (3), 211-240.
    • (1963) Géotechnique , vol.13 , Issue.3 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 11
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Rowe, P. W. (1962): The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proc. Roy. Soc., London, Series Am, 269, 500-527.
    • (1962) Proc. Roy. Soc., London, Series Am , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 15
    • 0032194451 scopus 로고    scopus 로고
    • Truly undrained response of granular soils with no membrane-penetration effects
    • Sivathayalan, S. and Vaid, Y. P. (1998): Truly undrained response of granular soils with no membrane-penetration effects, Can. Geotech. J., 35, 730-739.
    • (1998) Can. Geotech. J. , vol.35 , pp. 730-739
    • Sivathayalan, S.1    Vaid, Y.P.2
  • 16
    • 24744466395 scopus 로고
    • On the theoretical studies on deformation behavior of granular material i
    • Tatsuoka, F. (1978): On the theoretical studies on deformation behavior of granular material I, Tsuchi-to-Kiso, JSSMFE, 26 (6), 82-89.
    • (1978) Tsuchi-to-Kiso, JSSMFE , vol.26 , Issue.6 , pp. 82-89
    • Tatsuoka, F.1
  • 17
    • 0018478976 scopus 로고
    • Stress conditions and stress histories affecting shear modulus and damping of sand under cyclic loading
    • Tatsuoka, F., Iwasaki, T., Fukushima, S. and Sudo, S. (1979): Stress conditions and stress histories affecting shear modulus and damping of sand under cyclic loading, Soils and Foundations, 19 (2), 29-43.
    • (1979) Soils and Foundations , vol.19 , Issue.2 , pp. 29-43
    • Tatsuoka, F.1    Iwasaki, T.2    Fukushima, S.3    Sudo, S.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.